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TECHNICAL NOTE. EXPERIMENTAL DETERMINATION OF THE CRITICAL DAMPING RATIO IN BUILDINGS WITH AN OPEN GROUND STOREY.

M BARILAN

Proceedings of the Institution of Civil Engineers (1981) 71 (3): 931–944.

https://doi.org/10.1680/iicep.1981.1829

Published: 01 September 1981

...M BARILAN © Thomas Telford and ICE 1981 TECHNION ISRAEL INSTITUTE OF TECHNOLOGY HAIFA EXPERIMENTS RATIOS GROUND EXPERIMENTAL STRUCTURES MODELS BRICKS ELASTIC SEISMIC BUILDINGS STOREYS RESEARCH TALL MULTI STOREY MATERIALS STEEL PLASTIC EARTHQUAKES DAMPING OPEN...

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Journal Articles

STRENGTH AND STABILITY OF SANDWICH WALLS.

EZ TATSA, M LEVY

Proceedings of the Institution of Civil Engineers (1975) 59 (3): 449–467.

https://doi.org/10.1680/iicep.1975.3675

Published: 01 September 1975

... FORCES EQUATIONS SPECIMENS SANDWICH LOADS ANALYSIS STRAIN INFLUENCE EXPERIMENTS CORES GEOMETRY MOMENTS FAILURES HAIFA ISRAEL Proc. Instn Ciu. Engrs, Part 2, 1975, 59, Sept., 449-461 7822 Strength and stability of sandwich walls The Paper deals with the design of eccentrically...

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TECHNICAL NOTE. EXPERIMENTAL DETERMINATION OF THE CRITICAL DAMPING RATIO IN BUILDINGS WITH AN OPEN GROUND STOREY.

STRENGTH AND STABILITY OF SANDWICH WALLS.

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